Consider an element at r of width dr. Let (r) and T (r + dr) be the tension at the two edges, respectively.
Net centrifugal force in element = ω2rμdr
[∵ μ = mass/length]
−T(r + dr) + T(r) = μw2rdr
− \(\frac{dT}{dr}dr\) = μw2rdr
−dT = μw2rdr
∵ Tension and centrifugal force are opposite.
∴ \(∫^T_{T=0}dt\) = \(∫^{r=r}_{r=l}μ\text w^2rdr\)
T = \(μ\text w^2\frac{r^2}{2}|^l_r+C\)
T = \(\frac{μ ω^2}{2}\)(l2 - r2) + C
At r = l, T = 0
T(r) = \(\frac{μ \text w^2}{2}\) (l2 - r2)
Let the increase in length of the element dr be dδ therefore, Young’s Modulus,
Y = \(\frac{stress}{strain}\)
= \(\frac{\frac{T(r)}{A}}{\frac{dδ}{dr}}\)
Y = \(\frac{\frac{(\frac{μ\text w^2}{2})(l^2-r^2)}{A}}{\frac{d(δ)}{dr}}\)
∴ \(\frac{dδ}{dr}\) = \(\frac{1}{YA}\)\(\frac{μ\text w^2}{2}\)(l2 - r2)
∴ dδ = \(\frac{1}{YA}\) \(\frac{μ\text w^2}{2}\)(l2 - r2)dr
Change in length, δ = \(\frac{1}{YA}\)\(\frac{μ\text w^2}{2}\)\(∫^1_0\)(l2 - r2)dr
= \(\frac{1}{YA}\)\(\frac{μ\text w^2}{2}\)[l3 − \(\frac{l^3}{3}\)] = \(\frac{1}{3YA}\)μw2l3
The total change in length is 2δ = \(\frac{2}{3YA}\)μw2l3